{"id":186289,"date":"2024-10-19T11:41:44","date_gmt":"2024-10-19T11:41:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-vol-1-2018-1stprint\/"},"modified":"2024-10-25T04:05:58","modified_gmt":"2024-10-25T04:05:58","slug":"icc-ibc-commentary-vol-1-2018-1stprint","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-vol-1-2018-1stprint\/","title":{"rendered":"ICC IBC Commentary Vol 1 2018 1stPrint"},"content":{"rendered":"

A practical tool that helps you to master the code you deal with every day! This comprehensive publication provides a convenient reference for regulations in chapters 1 through 15 of the 2018 International Building Code\u00ae (IBC\u00ae). Presented in an easy-to-reference format the commentary includes the full text of the code, including tables and figures, followed by corresponding commentary at the end of each section in one document. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2018 IBC\u00ae. The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2018 IBC\u00ae.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 IBC\u00ae CODE AND COMMENTARY VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2018 IBC\u00ae CODE AND COMMENTARY VOLUME 1 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nS.I. CONVERSION CHART FOR ENGLISH UNITS <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
GENERAL COMMENTS <\/td>\n<\/tr>\n
9<\/td>\nPURPOSE
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
11<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
13<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
18<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
27<\/td>\nSECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
31<\/td>\nSECTION 112 SERVICE UTILITIES <\/td>\n<\/tr>\n
32<\/td>\nSECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
34<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
40<\/td>\nCOMMENTARY FIGURE 202(1) AISLES AND AISLE ACCESSWAYS <\/td>\n<\/tr>\n
42<\/td>\nCOMMENTARY FIGURE 202(2) COVERED MALL BUILDING
COMMENTARY FIGURE 202(3) EXAMPLE OF ANNULAR SPACE <\/td>\n<\/tr>\n
43<\/td>\nCOMMENTARY FIGURE 202(4) GROSS CROSS-SECTIONAL AREA FOR SINGLE WYTHE WALL UNDER LOAD <\/td>\n<\/tr>\n
44<\/td>\nCOMMENTARY FIGURE 202(5) BUILDING AREA\u2014PROJECTED <\/td>\n<\/tr>\n
46<\/td>\nCOMMENTARY FIGURE 202(6) BALANCED DOOR <\/td>\n<\/tr>\n
48<\/td>\nCOMMENTARY FIGURE 202(7) STORY ABOVE GRADE AND BASEMENTS <\/td>\n<\/tr>\n
49<\/td>\nCOMMENTARY FIGURE 202(8) MASONRY CONSTRUCTION TERMS <\/td>\n<\/tr>\n
50<\/td>\nCOMMENTARY FIGURE 202(9) GROUP R-2\u2014BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
66<\/td>\nCOMMENTARY FIGURE 202(10) SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 x 8 x 16 CONCRETE MASONRY UNITS <\/td>\n<\/tr>\n
67<\/td>\nCOMMENTARY FIGURE 202(11) GROUP R-2\u2014DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
68<\/td>\nCOMMENTARY FIGURE 202(12) EXAMPLE OF DRAFTSTOPPING
COMMENTARY FIGURE 202(13) EXAMPLE OF DRAFTSTOPPING <\/td>\n<\/tr>\n
72<\/td>\nCOMMENTARY FIGURE 202(14) EXIT <\/td>\n<\/tr>\n
73<\/td>\nCOMMENTARY FIGURE 202(15) EXIT ACCESS
COMMENTARY FIGURE 202(16) EXIT DISCHARGE <\/td>\n<\/tr>\n
74<\/td>\nCOMMENTARY FIGURE 202(17) EXIT DISCHARGE, LEVEL OF <\/td>\n<\/tr>\n
78<\/td>\nCOMMENTARY FIGURE 202(18) EXAMPLE OF FIRE BARRIER <\/td>\n<\/tr>\n
81<\/td>\nCOMMENTARY FIGURE 202(19) EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
82<\/td>\nCOMMENTARY FIGURE 202(20) FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINECommentary Figure
COMMENTARY FIGURE 202(21) FIRE SEPARATION DISTANCE MEASURED TO THE CENTERLINE OF ADJOINING STREET <\/td>\n<\/tr>\n
83<\/td>\nCOMMENTARY FIGURE 202(22) FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT <\/td>\n<\/tr>\n
90<\/td>\nCOMMENTARY FIGURE 202(23) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONG THE ENTIRE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
91<\/td>\nCOMMENTARY FIGURE 202(24) DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR
COMMENTARY FIGURE 202(25) DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL <\/td>\n<\/tr>\n
92<\/td>\nCOMMENTARY FIGURE 202(26) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
95<\/td>\nCOMMENTARY FIGURE 202(27) BUILDING HEIGHT <\/td>\n<\/tr>\n
97<\/td>\nCOMMENTARY FIGURE 202(28) HIGH-RISE BUILDING <\/td>\n<\/tr>\n
98<\/td>\nCOMMENTARY FIGURE 202(29) EXAMPLES OF HORIZONTAL ASSEMBLIES
COMMENTARY FIGURE 202(30) HORIZONTAL EXIT <\/td>\n<\/tr>\n
105<\/td>\nCOMMENTARY FIGURE 202(31) LOW-ENERGY POWER-OPERATED DOOR\u2014DUAL ACTION, DOUBLE LEAF SWINGING TYPE
COMMENTARY FIGURE 202(32) LOW-ENERGY POWER-OPERATED DOOR\u2014SINGLE LEAF WITH REMOTE PLATE
COMMENTARY FIGURE 202(33) LOW-ENERGY POWER-OPERATED DOOR\u2014DOUBLE LEAF SLIDING TYPE <\/td>\n<\/tr>\n
108<\/td>\nCOMMENTARY FIGURE 202(34) EXAMPLES OF SINGLE MEMBRANE PENETRATION <\/td>\n<\/tr>\n
121<\/td>\nCOMMENTARY FIGURE 202(35) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
126<\/td>\nCOMMENTARY FIGURE 202(36) SMOKE BARRIER <\/td>\n<\/tr>\n
135<\/td>\nCOMMENTARY FIGURE 202(37) EXAMPLES OF THROUGH-PENETRATION FIRESTOP SYSTEMS <\/td>\n<\/tr>\n
145<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
148<\/td>\nCHAPTER 3: OCCUPANCY CLASSIFICATION AND USE
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
149<\/td>\nSECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION <\/td>\n<\/tr>\n
150<\/td>\nCOMMENTARY FIGURE 302.1 GROUP CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
151<\/td>\nCOMMENTARY FIGURE 303.1.2(1) ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD <\/td>\n<\/tr>\n
152<\/td>\nCOMMENTARY FIGURE 303.1.2(2) ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750 SQ. FT. <\/td>\n<\/tr>\n
153<\/td>\nCOMMENTARY FIGURE 303.2(1) GROUP A-1
COMMENTARY FIGURE 303.2(2) GROUP A-1 <\/td>\n<\/tr>\n
154<\/td>\nCOMMENTARY FIGURE 303.3 GROUP A-2 <\/td>\n<\/tr>\n
156<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
157<\/td>\nSECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
158<\/td>\nSECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
160<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
165<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
166<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
167<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
169<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
170<\/td>\nCOMMENTARY FIGURE 308.1 OCCUPANCY CLASSIFICATION OF CARE FACILITIES <\/td>\n<\/tr>\n
173<\/td>\nCOMMENTARY FIGURE 308.3(1) GROUP I-2\u2014HOSPITAL <\/td>\n<\/tr>\n
174<\/td>\nCOMMENTARY FIGURE 308.3(2) GROUP I-2\u2014NURSING HOME <\/td>\n<\/tr>\n
175<\/td>\nCOMMENTARY FIGURE 308.4 GROUP I-3\u2014OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
176<\/td>\nCOMMENTARY FIGURE 308.4.1 CONDITION 1
COMMENTARY FIGURE 308.4.2 CONDITION 2 <\/td>\n<\/tr>\n
177<\/td>\nCOMMENTARY FIGURE 308.4.3 CONDITION 3 <\/td>\n<\/tr>\n
178<\/td>\nCOMMENTARY FIGURE 308.4.4 CONDITION 4
COMMENTARY FIGURE 308.4.5 CONDITION 5 <\/td>\n<\/tr>\n
180<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
181<\/td>\nCOMMENTARY FIGURE 309.1(1) GROUP M\u2014DEPARTMENT STORE <\/td>\n<\/tr>\n
182<\/td>\nCOMMENTARY FIGURE 309.1(2) GROUP M\u2014SELF-SERVICE GAS STATION (NO REPAIR IS DONE)
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
183<\/td>\nCOMMENTARY FIGURE 310.2 GROUP R-1\u2014HOTEL (OCCUPANTS PRIMARILY TRANSIENT) <\/td>\n<\/tr>\n
184<\/td>\nCOMMENTARY FIGURE 310.3 (1) GROUP R-2\u2014APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
185<\/td>\nCOMMENTARY FIGURE 310.3 (2) GROUP R-2\u2014DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
186<\/td>\nCOMMENTARY FIGURE 310.4 (1) GROUP R-3\u2014MIXED-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
187<\/td>\nCOMMENTARY FIGURE 310.4(2) GROUP R-3\u2014MIXED-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
188<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
189<\/td>\nCOMMENTARY FIGURE 311.2 GROUP S-1\u2014REPAIR GARAGES <\/td>\n<\/tr>\n
190<\/td>\nCOMMENTARY FIGURE 311.3 GROUP S-2\u2014ENCLOSED PARKING GARAGE <\/td>\n<\/tr>\n
191<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
192<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
194<\/td>\nCHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
GENERAL COMMENTS
PURPOSE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
196<\/td>\nCOMMENTARY FIGURE 402.1 COVERED MALL BUILDING
COMMENTARY FIGURE 402.1.1 OPEN MALL PERIMETER LINE <\/td>\n<\/tr>\n
198<\/td>\nCOMMENTARY FIGURE 402.4 TENANT SPACE AND ANCHOR BUILDING SEPARATIONS <\/td>\n<\/tr>\n
201<\/td>\nCOMMENTARY FIGURE 402.4.3 MINIMUM WIDTH OF OPEN MALL <\/td>\n<\/tr>\n
203<\/td>\nCOMMENTARY FIGURE 402.6.4 STOREFRONT SIGNAGE WITH PLASTIC SIGNS <\/td>\n<\/tr>\n
206<\/td>\nCOMMENTARY FIGURE 402.8 MEANS OF EGRESS <\/td>\n<\/tr>\n
207<\/td>\nEQUATION 4-1
COMMENTARY FIGURE 402.8.1.1 COVERED MALL MINIMUM WIDTH <\/td>\n<\/tr>\n
210<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
211<\/td>\nCOMMENTARY FIGURE 403.1(1) HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
212<\/td>\nCOMMENTARY FIGURE 403.1(2) HIGH-RISE BUILDINGS\u2014STACK EFFECT <\/td>\n<\/tr>\n
213<\/td>\nCOMMENTARY FIGURE 403.1(3) HIGH-RISE BUILDINGS\u2014EVACUATION TIMES <\/td>\n<\/tr>\n
215<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
221<\/td>\nCOMMENTARY FIGURE 403.5.1 HIGH-RISE BUILDINGS: REMOTENESS OF INTERIOR EXIT STAIRWAY ENCLOSURES <\/td>\n<\/tr>\n
223<\/td>\nCOMMENTARY FIGURE 403.5.2 ADDITIONAL STAIRWAY, COMPLEX BUILDING <\/td>\n<\/tr>\n
225<\/td>\nCOMMENTARY FIGURE 403.6.1 HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS <\/td>\n<\/tr>\n
226<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
228<\/td>\nCOMMENTARY FIGURE 404.6(1) ENCLOSURE OF ATRIUMS (EXCEPTION 1) <\/td>\n<\/tr>\n
229<\/td>\nCOMMENTARY FIGURE 404.6(2) ENCLOSURE OF ATRIUMS (EXCEPTION 3) <\/td>\n<\/tr>\n
231<\/td>\nSECTION 405 UNDERGROUND BUILDINGS
COMMENTARY FIGURE 405.1 EXAMPLES OF UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
233<\/td>\nCOMMENTARY FIGURE 405.4 EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING <\/td>\n<\/tr>\n
234<\/td>\nCOMMENTARY FIGURE 405.4.1 EXAMPLE OF HORIZONTAL COMPARTMENTATION <\/td>\n<\/tr>\n
236<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
242<\/td>\nCOMMENTARY FIGURE 406.5.2 TWO-STORY OPEN PARKING GARAGE <\/td>\n<\/tr>\n
243<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
247<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
249<\/td>\nCOMMENTARY FIGURE 407.2.1 GROUP I-2: WAITING ROOMS AND SIMILAR AREAS <\/td>\n<\/tr>\n
250<\/td>\nCOMMENTARY FIGURE 407.2.2 GROUP I-2: CARE PROVIDERS\u2019 STATION <\/td>\n<\/tr>\n
251<\/td>\nCOMMENTARY FIGURE 407.2.5 NURSING HOME HOUSING UNIT <\/td>\n<\/tr>\n
252<\/td>\nCOMMENTARY FIGURE 407.2.6(1) NURSING HOME WITH OPEN-PLAN KITCHEN
FIGURE 407.2.6(2) NURSING HOME HOUSING UNIT FLOOR PLAN <\/td>\n<\/tr>\n
253<\/td>\nCOMMENTARY FIGURE 407.3 GROUP I-2: CORRIDOR WALLS <\/td>\n<\/tr>\n
255<\/td>\nCOMMENTARY FIGURE 407.4.4 GROUP I-2 EXAMPLE OF SUITE <\/td>\n<\/tr>\n
258<\/td>\nCOMMENTARY FIGURE 407.5 GROUP I-2: SMOKE BARRIER <\/td>\n<\/tr>\n
260<\/td>\nCOMMENTARY FIGURE 407.5.4(1) ACCEPTABLE EGRESS ARRANGEMENT
COMMENTARY FIGURE 407.5.4(2) UNACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
262<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
263<\/td>\nCOMMENTARY FIGURE 408.1 GROUP I-3: OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
266<\/td>\nCOMMENTARY FIGURE 408.4.1 GROUP I-3: MANUAL RELEASE <\/td>\n<\/tr>\n
268<\/td>\nCOMMENTARY FIGURE 408.5.1(1) GROUP I-3: VERTICAL OPENINGS
COMMENTARY FIGURE 408.5.1(2) GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
270<\/td>\nCOMMENTARY FIGURE 408.6.1 GROUP I-3: SMOKE COMPARTMENTS
COMMENTARY FIGURE 408.6.2 GROUP I-3: REFUGE AREA <\/td>\n<\/tr>\n
272<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
274<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
282<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
283<\/td>\nTABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
287<\/td>\n[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
291<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
292<\/td>\nSECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
293<\/td>\nCOMMENTARY FIGURE 414.2 CONTROL AREAS <\/td>\n<\/tr>\n
294<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
295<\/td>\nCOMMENTARY FIGURE 414.2.2 CONTROL AREAS <\/td>\n<\/tr>\n
297<\/td>\n[F] TABLE 414.2.5 (1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
298<\/td>\n[F] TABLE 414.2.5 (2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
300<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
305<\/td>\n[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
310<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
314<\/td>\nCOMMENTARY FIGURE 415.11.2 ALLOWABLE HPM CORRIDOR ARRANGEMENTS <\/td>\n<\/tr>\n
321<\/td>\nCOMMENTARY FIGURE 415.11.11.1 CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
323<\/td>\nSECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
324<\/td>\nSECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
325<\/td>\nSECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
328<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
331<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS <\/td>\n<\/tr>\n
332<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES <\/td>\n<\/tr>\n
334<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
335<\/td>\nCOMMENTARY FIGURE 423.3 SHELTER DESIGN WIND SPEEDS FOR TORNADOES <\/td>\n<\/tr>\n
337<\/td>\nSECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
338<\/td>\nSECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
339<\/td>\nSECTION 427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
341<\/td>\nSECTION 428 HIGHER EDUCATION LABORATORIES <\/td>\n<\/tr>\n
342<\/td>\n[F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR <\/td>\n<\/tr>\n
343<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
346<\/td>\nCHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
347<\/td>\nSECTION 501 GENERAL
SECTION 502 BUILDING ADDRESS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
349<\/td>\nCOMMENTARY FIGURE 503.1.2(1) BUILDINGS ON SAME LOT <\/td>\n<\/tr>\n
350<\/td>\nCOMMENTARY FIGURE 503.1.2(2) TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL <\/td>\n<\/tr>\n
351<\/td>\nSECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
353<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
354<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
355<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
359<\/td>\nSECTION 506 BUILDING AREA <\/td>\n<\/tr>\n
360<\/td>\nEQUATION 5-1 <\/td>\n<\/tr>\n
361<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
362<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
363<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
364<\/td>\nEQUATION 5-2 <\/td>\n<\/tr>\n
365<\/td>\nEQUATION 5-3 <\/td>\n<\/tr>\n
367<\/td>\nCOMMENTARY FIGURE 506.3.1(1) FRONTAGE INCREASE\u2014FIRE WALL
COMMENTARY FIGURE 506.3.1(2) ACCESS TO OPEN SPACE <\/td>\n<\/tr>\n
368<\/td>\nCOMMENTARY FIGURE 506.3.1(3) ACCESS TO OPEN SPACE
EQUATION 5-4
COMMENTARY FIGURE 506.3.2(1) FRONTAGE INCREASE\u2014THREE SIDES <\/td>\n<\/tr>\n
369<\/td>\nEQUATION 5-5
COMMENTARY FIGURE 506.3.2(2) FRONTAGE INCREASE\u2014FOUR SIDES
COMMENTARY FIGURE 506.3.3 FRONTAGE INCREASE <\/td>\n<\/tr>\n
370<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
371<\/td>\nCOMMENTARY FIGURE 507.2 REQUIRED OPEN SPACE FOR UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
372<\/td>\nCOMMENTARY FIGURE 507.2.1 REDUCED OPEN SPACE\u2014BUILDING CORNERS <\/td>\n<\/tr>\n
375<\/td>\nCOMMENTARY FIGURE 507.8.1.1 USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
376<\/td>\nCOMMENTARY FIGURE 507.8.2(1) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
377<\/td>\nCOMMENTARY FIGURE 507.8.2(2) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
378<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
380<\/td>\nCOMMENTARY FIGURE 508.2.3(1) ACCESSORY USES LIMITED BY FLOOR AREA <\/td>\n<\/tr>\n
381<\/td>\nCOMMENTARY FIGURE 508.2.3(2) ACCESSORY USES LIMITED BY TABULAR AREA <\/td>\n<\/tr>\n
382<\/td>\nCOMMENTARY FIGURE 508.3 NONSEPARATED USES <\/td>\n<\/tr>\n
386<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f <\/td>\n<\/tr>\n
388<\/td>\nCOMMENTARY FIGURE 508.4.4.1(1) SEPARATED OCCUPANCIES\u2014EXAMPLE 1 <\/td>\n<\/tr>\n
389<\/td>\nCOMMENTARY FIGURE 508.4.4.1(2) SEPARATED OCCUPANCIES\u2014EXAMPLE 1: LOCATION ON STORIES <\/td>\n<\/tr>\n
390<\/td>\nCOMMENTARY FIGURE 508.4.4.1(3) SEPARATED OCCUPANCIES\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
391<\/td>\nCOMMENTARY FIGURE 508.4.4.1(4) SEPARATED OCCUPANCIES\u2014EXAMPLE 3 <\/td>\n<\/tr>\n
392<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
393<\/td>\n[F] TABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
394<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
396<\/td>\nCOMMENTARY FIGURE 510.2 HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
397<\/td>\nCOMMENTARY FIGURE 510.4 EXAMPLE R-1 OVER ENCLOSED PARKING <\/td>\n<\/tr>\n
398<\/td>\nCOMMENTARY FIGURE 510.5 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
399<\/td>\nCOMMENTARY FIGURE 510.6 EXAMPLE TYPE IIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
400<\/td>\nCOMMENTARY FIGURE 510.7 OPEN PARKING BELOW OTHER GROUPS <\/td>\n<\/tr>\n
402<\/td>\nCOMMENTARY FIGURE 510.8 EXAMPLE OF S-2 PARKING OVER GROUP B AND M OCCUPANCIES <\/td>\n<\/tr>\n
403<\/td>\nCOMMENTARY FIGURE 510.9 MULTIPLE SEPARATE BUILDINGS <\/td>\n<\/tr>\n
404<\/td>\nCHAPTER 6: TYPES OF CONSTRUCTION
GERNERAL COMMENTS
PURPOSE
SECTION 601 GENERAL <\/td>\n<\/tr>\n
405<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
406<\/td>\nCOMMENTARY FIGURE 601 PROTECTION OF ROOF CONSTRUCTION <\/td>\n<\/tr>\n
407<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
408<\/td>\nCOMMENTARY FIGURE 602(1) DETERMINING FIRE SEPARATION DISTANCE
COMMENTARY FIGURE 602(2) DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
409<\/td>\nSECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
410<\/td>\nCOMMENTARY FIGURE 602.2 EXAMPLES OF TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
411<\/td>\nCOMMENTARY FIGURE 602.3 EXAMPLE OF TYPE III CONSTRUCTION <\/td>\n<\/tr>\n
412<\/td>\nCOMMENTARY FIGURE 602.5 EXAMPLE OF TYPE V CONSTRUCTION <\/td>\n<\/tr>\n
413<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
415<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
416<\/td>\nCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
GENERAL COMMENTS
SECTION 701 GENERAL
SECTION 702 MULTIPLE USE FIRE ASSEMBLIES <\/td>\n<\/tr>\n
417<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
COMMENTARY FIGURE 703.2 STANDARD TIME-TEMPERATURE CURVE <\/td>\n<\/tr>\n
422<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
423<\/td>\nCOMMENTARY FIGURE 704.2 COLUMN PROTECTION <\/td>\n<\/tr>\n
424<\/td>\nCOMMENTARY FIGURE 704.3 INDIVIDUAL FIRE PROTECTION METHOD
COMMENTARY FIGURE 704.4.2 MEMBRANE FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
427<\/td>\nSECTION 705 EXTERIOR WALLS <\/td>\n<\/tr>\n
428<\/td>\nTABLE 705.2 MINIMUM DISTANCE OF PROJECTION
COMMENTARY FIGURE 705.2 PROJECTIONS FROM EXTERIOR WALLS <\/td>\n<\/tr>\n
430<\/td>\nCOMMENTARY FIGURE 705.2.4 ORIEL WINDOW <\/td>\n<\/tr>\n
431<\/td>\nCOMMENTARY FIGURE 705.3R-2 WITH S-2 PARKING GARAGE <\/td>\n<\/tr>\n
432<\/td>\nCOMMENTARY FIGURE 705.6 TYPE II B AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY <\/td>\n<\/tr>\n
433<\/td>\nEQUATION 7-1
COMMENTARY FIGURE 705.7 EQUIVALENT OPENING FACT <\/td>\n<\/tr>\n
434<\/td>\nCOMMENTARY FIGURE 705.7, EXAMPLE 705.7 ELEVATION OF EXTERIOR WALL <\/td>\n<\/tr>\n
435<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
436<\/td>\nCOMMENTARY FIGURE 705.8.1(1) EXAMPLE OF BUILDING WITH FLOOR OFFSETS
COMMENTARY FIGURE 705.8.1(2) EXAMPLE OF BUILDING WITH FLOOR OFFSETS <\/td>\n<\/tr>\n
437<\/td>\nCOMMENTARY FIGURE 705.8.1(3) EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY
EQUATION 7-2 <\/td>\n<\/tr>\n
439<\/td>\nCOMMENTARY FIGURE 705.8.5(1) EXTERIOR WALL VERTICAL FLAME BARRIER
COMMENTARY FIGURE 705.8.5(2) EXTERIOR WALL HORIZONTAL FLAME BARRIER <\/td>\n<\/tr>\n
440<\/td>\nCOMMENTARY FIGURE 705.8.6 VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING <\/td>\n<\/tr>\n
442<\/td>\nCOMMENTARY FIGURE 705.11.1(1) PARAPET WALL EXTENSION WITH SLOPING 100% ROOF AND NONSPRINKLERED BUILDING
SECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
443<\/td>\nCOMMENTARY FIGURE 705.11.1(2) PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING <\/td>\n<\/tr>\n
445<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
COMMENTARY FIGURE 706.2(1) DETAILS OF MASONRY FIRE WALL FOR STABILITY <\/td>\n<\/tr>\n
446<\/td>\nCOMMENTARY FIGURE 706.2(2) DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS <\/td>\n<\/tr>\n
447<\/td>\nCOMMENTARY FIGURE 706.4(1) RELATIONSHIP BETWEEN FUEL LOAD AND FIRE ENDURANCE
COMMENTARY FIGURE 706.4 (2) OCCUPANCIES\u2014FUEL LOAD-FIRE SEVERITY <\/td>\n<\/tr>\n
448<\/td>\nCOMMENTARY FIGURE 706.5.1(1) EXAMPLE OF METHOD 1 <\/td>\n<\/tr>\n
449<\/td>\nCOMMENTARY FIGURE 706.5.1(2) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
450<\/td>\nCOMMENTARY FIGURE 706.5.1(3) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
451<\/td>\nCOMMENTARY FIGURE 706.6 GENERIC FIRE WALL EXAMPLE <\/td>\n<\/tr>\n
453<\/td>\nCOMMENTARY FIGURE 706.6.1(1) FIRE WALLS\u2014STEPPED BUILDINGS <\/td>\n<\/tr>\n
454<\/td>\nCOMMENTARY FIGURE 706.6.1(2) FIRE WALLS\u2014STEPPED BUILDINGS
COMMENTARY FIGURE 706.6.1(3) FIRE WALLS\u2014EXTENSION EXCEPTION <\/td>\n<\/tr>\n
455<\/td>\nCOMMENTARY FIGURE 706.6.2 FIRE WALL EXTENSION AT SLOPING ROOF > 2:12 <\/td>\n<\/tr>\n
456<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
457<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
458<\/td>\nCOMMENTARY FIGURE 707.5 CONTINUITY OF FIRE BARRIERS <\/td>\n<\/tr>\n
461<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
463<\/td>\nCOMMENTARY FIGURE 708.4(1) CONTINUITY OF FIRE PARTITIONS
COMMENTARY FIGURE 708.4(2)(A) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
464<\/td>\nCOMMENTARY FIGURE 708.4(2)(B) FIRE PARTITION CONTINUITY
COMMENTARY FIGURE 708.4(2)(C) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
466<\/td>\nCOMMENTARY FIGURE 708.4.2(1) DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALL <\/td>\n<\/tr>\n
467<\/td>\nCOMMENTARY FIGURE 708.4.2(2) DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATION
SECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
469<\/td>\nCOMMENTARY FIGURE 709.5 ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS <\/td>\n<\/tr>\n
470<\/td>\nSECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
472<\/td>\nSECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
474<\/td>\nCOMMENTARY FIGURE 711.2.5 CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
475<\/td>\nCOMMENTARY FIGURE 711.2.6(1) UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY
COMMENTARY FIGURE 711.2.6(2) UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
476<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
477<\/td>\nCOMMENTARY FIGURE 712.1.3.1 SHAFT ENCLOSURE\u2014DRAFT CURTAIN EXCEPTION
COMMENTARY FIGURE 712.1.3.2 SHAFT ENCLOSURE\u2014SHUTTERS EXCEPTION <\/td>\n<\/tr>\n
479<\/td>\nCOMMENTARY FIGURE 712.1.9 TWO-STORY SHAFT ENCLOSURE EXCEPTION <\/td>\n<\/tr>\n
480<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
481<\/td>\nCOMMENTARY FIGURE 713.4 VERTICAL SHAFTS\u2014FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
482<\/td>\nCOMMENTARY FIGURE 713.7 PROTECTED OPENING IN SHAFT ENCLOSURE <\/td>\n<\/tr>\n
484<\/td>\nCOMMENTARY FIGURE 713.11(1) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURES, METHOD 1
COMMENTARY FIGURE 713.11(2) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM, METHOD 2 <\/td>\n<\/tr>\n
485<\/td>\nCOMMENTARY FIGURE 713.11(3) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM, METHOD 2\u2014EXCEPTION 1
COMMENTARY FIGURE 713.11(4) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE WITH SPRINKLERS, METHOD 2\u2014EXCEPTION 1 <\/td>\n<\/tr>\n
486<\/td>\nCOMMENTARY FIGURE 713.11(5) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE, EXCEPTION 3 <\/td>\n<\/tr>\n
487<\/td>\nCOMMENTARY FIGURE 713.12 VERTICAL SHAFTS\u2014TOP ENCLOSURE AT FLOOR
COMMENTARY FIGURE 713.13.3 REFUSE CHUTE (FIRE BARRIER OPTION) <\/td>\n<\/tr>\n
488<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
490<\/td>\nCOMMENTARY FIGURE 714.4.1(1) VERTICAL SHAFTS\u2014COMBUSTIBLE PENETRATIONS
COMMENTARY FIGURE 714.4.1(2) COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL <\/td>\n<\/tr>\n
491<\/td>\nCOMMENTARY FIGURE 714.4.1(3) EXAMPLES OF ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
494<\/td>\nCOMMENTARY FIGURE 714.4.2(1) OUTLET BOXES IN RATED ASSEMBLIES <\/td>\n<\/tr>\n
495<\/td>\nCOMMENTARY FIGURE 714.4.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
496<\/td>\nCOMMENTARY FIGURE 714.5.1(1) NONCOMBUSTIBLE PENETRATION OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
497<\/td>\nCOMMENTARY FIGURE 714.5.1(2) EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES <\/td>\n<\/tr>\n
499<\/td>\nCOMMENTARY FIGURE 714.5.1.2 EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM <\/td>\n<\/tr>\n
500<\/td>\nCOMMENTARY FIGURE 714.5.2(1) PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY
COMMENTARY FIGURE 714.5.2(2) NONCOMBUSTIBLE PIPE PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
502<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
503<\/td>\nCOMMENTARY FIGURE 714.6.1 NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIE <\/td>\n<\/tr>\n
504<\/td>\nCOMMENTARY FIGURE 715.1 EXAMPLES OF JOINT LOCATIONS <\/td>\n<\/tr>\n
506<\/td>\nCOMMENTARY FIGURE 715.4 EXTERIOR CURTAIN WALL\/FLOOR INTERSECTION <\/td>\n<\/tr>\n
508<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
510<\/td>\nCOMMENTARY FIGURE 716.1.2.2(1) FIRE-RATED GLAZING LOCATIONS [FOR USE WITH TABLE 716.3(1)]
COMMENTARY FIGURE 716.1.2.2(2) MARKINGS OF FIRE-RATED GLAZING <\/td>\n<\/tr>\n
513<\/td>\nTABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
514<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
520<\/td>\nTABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
522<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
COMMENTARY FIGURE 717.1.1 HORIZONTAL DUCT BETWEEN TWO SHAFTS <\/td>\n<\/tr>\n
525<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
527<\/td>\nCOMMENTARY FIGURE 717.5 FIRE DAMPERS IN RATED WALL <\/td>\n<\/tr>\n
530<\/td>\nCOMMENTARY FIGURE 717.5.3.1(1) FIRE DAMPERS\u2014EXCEPTION 1
COMMENTARY FIGURE 717.5.3.1(2) FIRE DAMPERS\u2014EXCEPTION 1.4 <\/td>\n<\/tr>\n
531<\/td>\nCOMMENTARY FIGURE 717.5.4(1) FIRE DAMPERS\u2014EXCEPTION 1 <\/td>\n<\/tr>\n
532<\/td>\nCOMMENTARY FIGURE 717.5.4(2) FIRE DAMPERS\u2014EXCEPTION 3 <\/td>\n<\/tr>\n
534<\/td>\nCOMMENTARY FIGURE 717.6.1(1) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY
COMMENTARY FIGURE 717.6.1(2) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
536<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
537<\/td>\nCOMMENTARY FIGURE 717.6.3(1) DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
538<\/td>\nCOMMENTARY FIGURE 717.6.3(2) FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
540<\/td>\nCOMMENTARY FIGURE 718.2.3(1) FIREBLOCKING\u2014SOFFIT
COMMENTARY FIGURE 718.2.3(2) FIREBLOCKING\u2014DROP CEILING <\/td>\n<\/tr>\n
541<\/td>\nCOMMENTARY FIGURE 718.2.3(3) FIREBLOCKING\u2014COVE CEILING
COMMENTARY FIGURE 718.2.4 FIREBLOCKING\u2014STAIRS <\/td>\n<\/tr>\n
543<\/td>\nCOMMENTARY FIGURE 718.2.7 FIREBLOCKING\u2014CONCEALED FLOOR SPACES <\/td>\n<\/tr>\n
544<\/td>\nCOMMENTARY FIGURE 718.3 DRAFTSTOPPING\u2014CONCEALED FLOOR SPACES, OTHER GROUPS <\/td>\n<\/tr>\n
545<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
546<\/td>\nCOMMENTARY FIGURE 720.2 CONCEALED INSULATION <\/td>\n<\/tr>\n
548<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE
COMMENTARY FIGURE 721.1.1(1) STEEL COLUMN ENCASED IN CONCRETE <\/td>\n<\/tr>\n
549<\/td>\nCOMMENTARY FIGURE 721.1.1(2) REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES
COMMENTARY FIGURE 721.1(2)(a) CONCRETE WALL
COMMENTARY FIGURE 721.1(2)(b) METAL STUD WALL WITH PLASTER <\/td>\n<\/tr>\n
550<\/td>\nCOMMENTARY FIGURE 721.1(3) WOOD FLOOR TRUSS <\/td>\n<\/tr>\n
551<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
552<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
553<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
554<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
555<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
556<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
557<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
559<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
560<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIO <\/td>\n<\/tr>\n
561<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
562<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
564<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
565<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
567<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
568<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
569<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
570<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
571<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
572<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
573<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
574<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
575<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3 <\/td>\n<\/tr>\n
576<\/td>\nEQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 722.2.1.2(1) VALUES OF Rn 0.59 FOR USE IN EQUATION 7-4 <\/td>\n<\/tr>\n
577<\/td>\nTABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
578<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
579<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
580<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
582<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
584<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
585<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb <\/td>\n<\/tr>\n
586<\/td>\nTABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
EQUATION 7-6 <\/td>\n<\/tr>\n
587<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
589<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
590<\/td>\nEQUATION 7-9
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
591<\/td>\nTABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10 <\/td>\n<\/tr>\n
592<\/td>\nEQUATION 7-11 <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
595<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
596<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
597<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
598<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
599<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
600<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
601<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
602<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
603<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
604<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
605<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERS
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
606<\/td>\nCOMMENTARY FIGURE 722.5.1.2.1 EXAMPLE\u2014STEEL COLUMN PROTECTED WITH WALLBOARD
EQUATION 7-13 <\/td>\n<\/tr>\n
607<\/td>\nCOMMENTARY FIGURE 722.5.1.3 EXAMPLE\u2014SPRAY-APPLIED MATERIALS, FIRE ENDURANCE TEST DATA <\/td>\n<\/tr>\n
608<\/td>\nEQUATION 7-14
EQUATION 7-15 <\/td>\n<\/tr>\n
609<\/td>\nEQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
610<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
611<\/td>\nCOMMENTARY FIGURE 722.6 EXAMPLE\u2014WOOD STUD WALL WITH WALLBOARD <\/td>\n<\/tr>\n
612<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES <\/td>\n<\/tr>\n
613<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
614<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
616<\/td>\nCHAPTER 8: INTERIOR FINISHES
GENERAL COMMENTS
PURPOSE
SECTION 801 SCOPE
SECTION 802 GENERAL <\/td>\n<\/tr>\n
617<\/td>\nSECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
618<\/td>\nCOMMENTARY FIGURE 803.1.1(1) ROOM CORNER TEST
COMMENTARY FIGURE 803.1.1(2) FLAME IN ROOM CORNER TEST <\/td>\n<\/tr>\n
619<\/td>\nCOMMENTARY FIGURE 803.1.2(1) ASTM E84 TUNNEL TEST
COMMENTARY FIGURE 803.1.2(2) FLAME IN TUNNEL TEST <\/td>\n<\/tr>\n
623<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
624<\/td>\nCOMMENTARY FIGURE 803.15.2 SET-OUT CONSTRUCTION <\/td>\n<\/tr>\n
625<\/td>\nCOMMENTARY FIGURE 803.15.4 THIN INTERIOR FINISH
SECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
626<\/td>\nCOMMENTARY FIGURE 804.2 RADIANT FLOOR PANEL TEST (NFPA 253) <\/td>\n<\/tr>\n
627<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
629<\/td>\nCOMMENTARY FIGURE 806.5 MAXIMUM DIMENSION\u2014FOAM PLASTIC TRIM <\/td>\n<\/tr>\n
630<\/td>\nCOMMENTARY FIGURE 806.7 TRIM COVERAGE AREA
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
631<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
632<\/td>\nCHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 901 GENERAL <\/td>\n<\/tr>\n
635<\/td>\nSECTION 902 FIRE PUMP AND RISER ROOM SIZE <\/td>\n<\/tr>\n
636<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
638<\/td>\nCOMMENTARY FIGURE 903.2 SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS <\/td>\n<\/tr>\n
644<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
649<\/td>\nCOMMENTARY FIGURE 903.2.11.1 SPACING OF OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
650<\/td>\nCOMMENTARY FIGURE 903.2.11.1.2(1) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
COMMENTARY FIGURE 903.2.11.1.2(2) OPENINGS IN STORIES OR BASEMENTS\u2014GREATER THAN 75 FEET FROM ANY POINT TO AN OPENING <\/td>\n<\/tr>\n
651<\/td>\nCOMMENTARY FIGURE 903.2.11.1.2(3) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
COMMENTARY FIGURE 903.2.11.1.2(4) OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
653<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
COMMENTARY FIGURE 903.2.11.3 SPRINKLER REQUIREMENTS: OCCUPANTS 55 FEET OR GREATER FROM FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
655<\/td>\nCOMMENTARY FIGURE 903.3 SAMPLE SPRINKLER SYSTEM DRAWING AND DATA SUBMITTALS <\/td>\n<\/tr>\n
656<\/td>\nCOMMENTARY FIGURE 903.3.1 NFPA 13, NFPA 13R AND NFPA 13D SYSTEMS
COMMENTARY FIGURE 903.3.1.1 TYPICAL WET-PIPE SYSTEM <\/td>\n<\/tr>\n
659<\/td>\nCOMMENTARY FIGURE 903.3.1.2.2 OPEN-ENDED CORRIDOR <\/td>\n<\/tr>\n
665<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
666<\/td>\nCOMMENTARY FIGURE 904.2.1 SELECTED EXAMPLES OF REQUIREMENTS MODIFIED THROUGH USE OF AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
672<\/td>\nCOMMENTARY FIGURE 904.11 WATER MIST NOZZLE DISCHARGE <\/td>\n<\/tr>\n
675<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
677<\/td>\nCOMMENTARY FIGURE 905.3.1(1) HEIGHT THRESHOLD FOR STANDPIPES <\/td>\n<\/tr>\n
678<\/td>\nCOMMENTARY FIGURE 905.3.1(2) HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
684<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
686<\/td>\n[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
687<\/td>\n[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n
689<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
691<\/td>\nCOMMENTARY FIGURE 907.2 SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS <\/td>\n<\/tr>\n
703<\/td>\nCOMMENTARY FIGURE 907.2.10.2 LOCATION OF SMOKE ALARMS IN A DWELLING UNIT <\/td>\n<\/tr>\n
717<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
720<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
721<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
724<\/td>\nCOMMENTARY FIGURE 909.4.1 STACK EFFECT <\/td>\n<\/tr>\n
728<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
730<\/td>\nCOMMENTARY FIGURE 909.8(1) SMOKE LAYER INTERFACE IN AN ATRIUM <\/td>\n<\/tr>\n
731<\/td>\nCOMMENTARY FIGURE 909.8(2) AXISYMMETRIC PLUME
COMMENTARY FIGURE 909.8(3) BALCONY SPILL PLUME <\/td>\n<\/tr>\n
732<\/td>\nCOMMENTARY FIGURE 909.8(4) WINDOW PLUME <\/td>\n<\/tr>\n
733<\/td>\nCOMMENTARY FIGURE 909.8(5) PLUGHOLING
COMMENTARY FIGURE 909.8.1(1) CRITICAL LEVEL OF SMOKE (EXAMPLE) <\/td>\n<\/tr>\n
734<\/td>\nCOMMENTARY FIGURE 909.8.1(2) SMOKE LAYER INTERFACE <\/td>\n<\/tr>\n
736<\/td>\nEQUATION 9-2 <\/td>\n<\/tr>\n
746<\/td>\nCOMMENTARY FIGURE 909.20.1 DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE <\/td>\n<\/tr>\n
747<\/td>\nCOMMENTARY FIGURE 909.20.3.2 SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT <\/td>\n<\/tr>\n
748<\/td>\nCOMMENTARY FIGURE 909.20.4.1 SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT <\/td>\n<\/tr>\n
749<\/td>\nCOMMENTARY FIGURE 909.20.4.2 MECHANICALLY VENTILATED VESTIBULE <\/td>\n<\/tr>\n
753<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
756<\/td>\nEQUATION 9-3
EQUATION 9-4
COMMENTARY FIGURE 910.3.2 SMOKE AND HEAT VENT SPACING <\/td>\n<\/tr>\n
758<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
761<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
763<\/td>\nCOMMENTARY FIGURE 912.4.1 LOCKING FDC CAPS
COMMENTARY FIGURE 912.5 FIRE DEPARTMENT CONNECTION WITH SIGN <\/td>\n<\/tr>\n
764<\/td>\nSECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
765<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
766<\/td>\nCOMMENTARY FIGURE 914.1.1 SHAFTWAY SIGNAGE
SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
768<\/td>\nCOMMENTARY FIGURE 915.2.1 CARBON MONOXIDE ALARM PLACEMENT VERSUS SMOKE DETECTION PLACEMENT <\/td>\n<\/tr>\n
770<\/td>\nCOMMENTARY FIGURE 915.4.4 COMBINATION CARBON MONOXIDE AND SMOKE ALARM
SECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
771<\/td>\nSECTION 917 MASS NOTIFICATION SYSTEMS <\/td>\n<\/tr>\n
772<\/td>\nSECTION 918 EMERGENCY RESPONDER RADIO COVERAGE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
774<\/td>\nCHAPTER 10: MEANS OF EGRESS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
775<\/td>\nSECTION 1001 ADMINISTRATION
[F] SECTION 1002 MAINTENANCE AND PLANS <\/td>\n<\/tr>\n
776<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
778<\/td>\nCOMMENTARY FIGURE 1003.3.1(1) DOOR CLOSER HEADROOM PROTRUSIONS FOR CIRCULATION ROUTES
COMMENTARY FIGURE 1003.3.1(2) REDUCED VERTICAL CLEARANCE <\/td>\n<\/tr>\n
779<\/td>\nCOMMENTARY FIGURE 1003.3.2(1) POST-MOUNTED OBJECTS
COMMENTARY FIGURE 1003.3.2(2) POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
780<\/td>\nCOMMENTARY FIGURE 1003.3.3 EXAMPLE OF HORIZONTAL PROJECTIONS <\/td>\n<\/tr>\n
781<\/td>\nCOMMENTARY FIGURE 1003.5 ELEVATION CHANGE <\/td>\n<\/tr>\n
782<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
783<\/td>\nCOMMENTARY FIGURE 1004.2 COMBINED OCCUPANT LOAD FOR EGRESS DESIGN <\/td>\n<\/tr>\n
785<\/td>\nCOMMENTARY FIGURE 1004.5 TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION <\/td>\n<\/tr>\n
786<\/td>\nTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
787<\/td>\nCOMMENTARY FIGURE 1004.6 TYPICAL FIXED SEATING <\/td>\n<\/tr>\n
788<\/td>\nCOMMENTARY FIGURE 1004.9 EXAMPLE OF OCCUPANT LOAD LIMIT SIGN <\/td>\n<\/tr>\n
789<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
792<\/td>\nCOMMENTARY FIGURE 1005.6(1) EGRESS CONVERGENCE AT FIRST STORY <\/td>\n<\/tr>\n
793<\/td>\nCOMMENTARY FIGURE 1005.6(2) EGRESS CONVERGENCE AT INTERMEDIATE LEVEL
COMMENTARY FIGURE 1005.6(3) NO EGRESS CONVERGENCE <\/td>\n<\/tr>\n
794<\/td>\nCOMMENTARY FIGURE 1005.7.1 TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH <\/td>\n<\/tr>\n
795<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
796<\/td>\nCOMMENTARY FIGURE 1006.2.1 COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n
797<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
800<\/td>\nCOMMENTARY FIGURE 1006.3.2 NUMBER OF EXITS <\/td>\n<\/tr>\n
801<\/td>\nTABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY <\/td>\n<\/tr>\n
802<\/td>\nTABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
COMMENTARY FIGURE 1006.3.3(1) MULTISTORY DWELLING UNITS <\/td>\n<\/tr>\n
803<\/td>\nTABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
COMMENTARY FIGURE 1006.3.3(2) EXAMPLE OF SINGLE-EXIT APARTMENT BUILDING <\/td>\n<\/tr>\n
804<\/td>\nCOMMENTARY FIGURE 1006.3.3(3) EXAMPLE OF SINGLE-EXIT APARTMENT WITHIN A TWO-EXIT BUILDING <\/td>\n<\/tr>\n
805<\/td>\nCOMMENTARY FIGURE 1006.3.3.1 STORIES WITH ONE EXIT
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
807<\/td>\nCOMMENTARY FIGURE 1007.1.1(1) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR STORY <\/td>\n<\/tr>\n
808<\/td>\nCOMMENTARY FIGURE 1007.1.1(2) REMOTENESS OF INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR
COMMENTARY FIGURE 1007.1.1(3) REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
809<\/td>\nCOMMENTARY FIGURE 1007.1.1(4) REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) <\/td>\n<\/tr>\n
810<\/td>\nCOMMENTARY FIGURE 1007.1.3 REMOTENESS OF EXIT ACCESS STAIRWAYS OR RAMPS
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
813<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
817<\/td>\nCOMMENTARY FIGURE 1009.2.1 ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
819<\/td>\nCOMMENTARY FIGURE 1009.3.3(1) ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING <\/td>\n<\/tr>\n
820<\/td>\nCOMMENTARY FIGURE 1009.3.3(2) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE
COMMENTARY FIGURE 1009.3.3(3) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT <\/td>\n<\/tr>\n
823<\/td>\nCOMMENTARY FIGURE 1009.6 SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE <\/td>\n<\/tr>\n
826<\/td>\nCOMMENTARY FIGURE 1009.7.1 EXTERIOR AREA OF RESCUE ASSISTANCE\u2014PLAN VIEW <\/td>\n<\/tr>\n
827<\/td>\nCOMMENTARY FIGURE 1009.7.2 EXTERIOR AREA FOR RESCUE ASSISTANCE\u2014ELEVATION <\/td>\n<\/tr>\n
829<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
831<\/td>\nCOMMENTARY FIGURE 1010.1.1(1) TYPICAL DOOR OPENING CLEARANCE
COMMENTARY FIGURE 1010.1.1(2) TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE <\/td>\n<\/tr>\n
835<\/td>\nCOMMENTARY FIGURE 1010.1.4.1(1) REVOLVING DOORS IN BREAKOUT POSITION <\/td>\n<\/tr>\n
836<\/td>\nCOMMENTARY FIGURE 1010.1.4.1(2) TYPICAL REVOLVING DOOR\/SIDE-HINGED SWINGING DOOR ARRANGEMENT <\/td>\n<\/tr>\n
837<\/td>\nCOMMENTARY FIGURE 1010.1.4.1(3) EXAMPLE OF MANUAL REVOLVING DOOR (7-FOOT DIAMETER)
COMMENTARY FIGURE 1010.1.4.1(4) EXAMPLE OF AUTOMATIC REVOLVING DOOR (8-FOOT DIAMETER)
COMMENTARY FIGURE 1010.1.4.1(5) EXAMPLE OF AUTOMATIC REVOLVING DOOR (20-FOOT DIAMETER)
TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
842<\/td>\nCOMMENTARY FIGURE 1010.1.5 DOOR LANDINGS <\/td>\n<\/tr>\n
843<\/td>\nCOMMENTARY FIGURE 1010.1.7(1) VERTICAL CHANGES IN LEVEL
COMMENTARY FIGURE 1010.1.7(2) BEVELED CHANGES IN LEVEL
COMMENTARY FIGURE 1010.1.7(3) BEVELED CHANGES IN LEVEL
COMMENTARY FIGURE 1010.1.7(4) DOOR THRESHOLD HEIGHT LIMITATIONS <\/td>\n<\/tr>\n
844<\/td>\nCOMMENTARY FIGURE 1010.1.7(5) EXAMPLE OF EXCEPTON 2
COMMENTARY FIGURE 1010.1.8(1) SPACING OF DOORS IN A SERIES <\/td>\n<\/tr>\n
845<\/td>\nCOMMENTARY FIGURE 1010.1.8(2) SPACING OF DOORS IN A SERIES <\/td>\n<\/tr>\n
846<\/td>\nCOMMENTARY FIGURE 1010.1.9.1 DOOR HARDWARE <\/td>\n<\/tr>\n
848<\/td>\nCOMMENTARY FIGURE 1010.1.9.4 SURFACE AND FLUSH BOLT LOCATIONS <\/td>\n<\/tr>\n
849<\/td>\nCOMMENTARY FIGURE 1010.1.9.5 TYPICAL MANUAL BOLT HARDWARE <\/td>\n<\/tr>\n
857<\/td>\nCOMMENTARY FIGURE 1010.1.10.1(1) EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
858<\/td>\nCOMMENTARY FIGURE 1010.1.10.1(2) EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
859<\/td>\nCOMMENTARY FIGURE 1010.3.1 EXAMPLES OF THREE 3-ARM, ROTATING TURNSTILES AND ONE SIDE-SWINGING TURNSTILE <\/td>\n<\/tr>\n
860<\/td>\nCOMMENTARY FIGURE 1010.3.2 EXAMPLE OF SECURITY ACCESS TURNSTILES
COMMENTARY FIGURE 1010.3.3(1) EXAMPLE OF HIGH TURNSTILE THAT OPERATES SIMILAR TO A REVOLVING DOOR
COMMENTARY FIGURE 1010.3.3(2) EXAMPLE OF HIGH TURNSTILE THAT OPERATES AS A SECURITY ACCESS TURNSTILE <\/td>\n<\/tr>\n
861<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
862<\/td>\nCOMMENTARY FIGURE 1011.3(1) STAIRWAY HEADROOM REQUIREMENTS <\/td>\n<\/tr>\n
863<\/td>\nCOMMENTARY FIGURE 1011.3(2) EXAMPLE OF SECTION 1011.3, EXCEPTION 2 <\/td>\n<\/tr>\n
864<\/td>\nCOMMENTARY FIGURE 1011.5.1 TREAD DEPTH MEASUREMENT <\/td>\n<\/tr>\n
865<\/td>\nCOMMENTARY FIGURE 1011.5.2 TREAD\/RISER DIMENSIONS <\/td>\n<\/tr>\n
866<\/td>\nCOMMENTARY FIGURE 1011.5.3 STAIR WINDERS WITHIN A DWELLING <\/td>\n<\/tr>\n
867<\/td>\nCOMMENTARY FIGURE 1011.5.4 CONSISTENTLY SHAPED WINDERS <\/td>\n<\/tr>\n
868<\/td>\nCOMMENTARY FIGURE 1011.5.4.1 SLOPED LANDING <\/td>\n<\/tr>\n
869<\/td>\nCOMMENTARY FIGURE 1011.5.5.1 TREAD\/RISER PROFILE (SOLID RISER)
COMMENTARY FIGURE 1011.5.5.3 TREAD\/RISER PROFILE (OPEN RISER) <\/td>\n<\/tr>\n
870<\/td>\nCOMMENTARY FIGURE 1011.6(1) TYPICAL LANDING DIMENSIONS\u2014STRAIGHT-RUN STAIRWAY <\/td>\n<\/tr>\n
871<\/td>\nCOMMENTARY FIGURE 1011.6(2) TYPICAL LANDING DIMENSIONS\u2014STRAIGHT-RUN STAIRWAY WIDER THAN 48 INCHES
COMMENTARY FIGURE 1011.6(3) REVERSING RUN STAIRWAY <\/td>\n<\/tr>\n
872<\/td>\nCOMMENTARY FIGURE 1011.7.1 OPEN TREAD IN ACCORDANCE WITH EXCEPTION 1
COMMENTARY FIGURE 1011.6(4) DOOR CLEARANCE REQUIREMENTS IN STAIRWAYS <\/td>\n<\/tr>\n
873<\/td>\nCOMMENTARY FIGURE 1011.8 STAIRWAY RISE LIMITATION <\/td>\n<\/tr>\n
874<\/td>\nCOMMENTARY FIGURE 1011.9 CURVED STAIRWAYS\u2014MINIMUM DIMENSIONAL REQUIREMEN <\/td>\n<\/tr>\n
875<\/td>\nCOMMENTARY FIGURE 1011.10 SPIRAL STAIRWAYS
COMMENTARY FIGURE 1011.11 EXAMPLE OF SECTION 1011.11, EXCEPTION 2 <\/td>\n<\/tr>\n
877<\/td>\nCOMMENTARY FIGURE 1011.14 TYPICAL ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
879<\/td>\nCOMMENTARY FIGURE 1011.15 TYPICAL SHIPS LADDER
SECTION 1012 RAMPS <\/td>\n<\/tr>\n
880<\/td>\nCOMMENTARY FIGURE 1012.2 TYPICAL MEANS OF EGRESS RAMP <\/td>\n<\/tr>\n
881<\/td>\nCOMMENTARY FIGURE 1012.5.3 DOORWAY OPENING ONTO LANDING <\/td>\n<\/tr>\n
882<\/td>\nCOMMENTARY FIGURE 1012.6 RAMP LANDINGS <\/td>\n<\/tr>\n
884<\/td>\nCOMMENTARY FIGURE 1012.8(1) RAMP WITH HANDRAIL AT WALL <\/td>\n<\/tr>\n
885<\/td>\nCOMMENTARY FIGURE 1012.8(2) RAMP WITH HANDRAIL AND BARRIER
COMMENTARY FIGURE 1012.8(3) RAMP WITH HANDRAIL AND CURB
COMMENTARY FIGURE 1012.8(4) RAMP WITH HANDRAIL AND GUARD <\/td>\n<\/tr>\n
886<\/td>\nCOMMENTARY FIGURE 1012.10.1 EDGE PROTECTION
SECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
887<\/td>\nCOMMENTARY FIGURE 1013.1 EXIT SIGNS WITHIN AN EXIT ENCLOSURE <\/td>\n<\/tr>\n
888<\/td>\nCOMMENTARY FIGURE 1013.4 EXAMPLE OF EXIT SIGNAGE WITH VISUAL AND RAISED CHARACTERS WITH BRAILLE <\/td>\n<\/tr>\n
889<\/td>\nCOMMENTARY FIGURE 1013.6.1 MINIMUM SIZES OF EXIT SIGNS <\/td>\n<\/tr>\n
890<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
891<\/td>\nCOMMENTARY FIGURE 1014.2 HANDRAIL REQUIREMENTS <\/td>\n<\/tr>\n
892<\/td>\nCOMMENTARY FIGURE 1014.3.1 EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION <\/td>\n<\/tr>\n
893<\/td>\nCOMMENTARY FIGURE 1014.3.2 EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS <\/td>\n<\/tr>\n
894<\/td>\nCOMMENTARY FIGURE 1014.4(1) EXAMPLES OF PROHIBITED HANDRAIL DESIGNS
COMMENTARY FIGURE 1014.4(2) REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1014.4, EXCEPTION 3 <\/td>\n<\/tr>\n
896<\/td>\nCOMMENTARY FIGURE 1014.8(1) TYPICAL HANDRAIL ARRANGEMENT
COMMENTARY FIGURE 1014.8(2) PROJECTION OF HANDRAIL <\/td>\n<\/tr>\n
897<\/td>\nCOMMENTARY FIGURE 1014.9 HANDRAILS FOR MONUMENTAL STAIRS
SECTION 1015 GUARDS <\/td>\n<\/tr>\n
898<\/td>\nCOMMENTARY FIGURE 1015.2 DROPOFF MEASUREMENTS AND GUARD HEIGHTS
COMMENTARY FIGURE 1015.2.1 GUARD SYSTEM WITH GLAZING <\/td>\n<\/tr>\n
899<\/td>\nCOMMENTARY FIGURE 1015.3 DROPOFF MEASUREMENTS AND GUARD HEIGHTS FOR TWO- AND THREE-STORY GROUPS R-2 AND R-3 <\/td>\n<\/tr>\n
901<\/td>\nCOMMENTARY FIGURE 1015.4(1) GUARD HEIGHT AND OPENING LIMITATIONS
COMMENTARY FIGURE 1015.4(2) GUARD OPENING LIMITATIONS, SECTION 1015.4, EXCEPTIONS 3 AND 4
COMMENTARY FIGURE 1015.4(3) EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS <\/td>\n<\/tr>\n
902<\/td>\nCOMMENTARY FIGURE 1015.7 PROTECTION AT ROOF-HATCH OPENING <\/td>\n<\/tr>\n
903<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
905<\/td>\nCOMMENTARY FIGURE 1016.2(1) EGRESS PROHIBITED THROUGH GROUP H AREAS
COMMENTARY FIGURE 1016.2(2) EGRESS THROUGH ADJOINING ROOMS AND SPACES <\/td>\n<\/tr>\n
906<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
907<\/td>\nTABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
908<\/td>\nCOMMENTARY FIGURE 1017.3(1) LENGTH OF EXIT ACCESS TRAVEL <\/td>\n<\/tr>\n
909<\/td>\nCOMMENTARY FIGURE 1017.3(2) MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH <\/td>\n<\/tr>\n
910<\/td>\nSECTION 1018 AISLES <\/td>\n<\/tr>\n
911<\/td>\nCOMMENTARY FIGURE 1018.4 AISLES AND AISLE ACCESSWAYS IN MERCANTILE
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
913<\/td>\nCOMMENTARY FIGURE 1019.3 DRAFT CURTAIN, ITEM 4 <\/td>\n<\/tr>\n
914<\/td>\nSECTION 1020 CORRIDORS <\/td>\n<\/tr>\n
915<\/td>\nTABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
916<\/td>\nCOMMENTARY FIGURE 1020.1 APPLICATION OF TABLE 1020.1 <\/td>\n<\/tr>\n
918<\/td>\nTABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
919<\/td>\nCOMMENTARY FIGURE 1020.4(1) ALLOWABLE DEAD-END CONDITIONS <\/td>\n<\/tr>\n
920<\/td>\nCOMMENTARY FIGURE 1020.4(2) CORRIDOR LENGTH\/WIDTH RATIO FOR DEAD-END CONSIDERATIONS <\/td>\n<\/tr>\n
922<\/td>\nCOMMENTARY FIGURE 1020.6(1) CORRIDOR CONTINUITY\u2014EXAMPLE 1
COMMENTARY FIGURE 1020.6(2) CORRIDOR CONTINUITY\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
923<\/td>\nCOMMENTARY FIGURE 1020.6(3) CORRIDOR CONTINUITY\u2014EXAMPLE 3
COMMENTARY FIGURE 1020.6(4) ELEVATOR LOBBY\/CORRIDOR OPTION 1 <\/td>\n<\/tr>\n
924<\/td>\nCOMMENTARY FIGURE 1020.6(5) ELEVATOR LOBBY\/CORRIDOR OPTION 2
COMMENTARY FIGURE 1020.6(6) ELEVATOR LOBBY\/CORRIDOR OPTION 4 <\/td>\n<\/tr>\n
925<\/td>\nSECTION 1021 EGRESS BALCONIES
COMMENTARY FIGURE 1021.2 EGRESS BALCONIES <\/td>\n<\/tr>\n
926<\/td>\nSECTION 1022 EXITS <\/td>\n<\/tr>\n
927<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
932<\/td>\nCOMMENTARY FIGURE 1023.7 EXAMPLES OF EXTERIOR WALL PROTECTION AT INTERIOR EXIT STAIRWAYS <\/td>\n<\/tr>\n
933<\/td>\nCOMMENTARY FIGURE 1023.8 EXAMPLE OF A STAIRWAY BARRIER AT THE LEVEL OF EXIT DISCHARGE <\/td>\n<\/tr>\n
934<\/td>\nCOMMENTARY FIGURE 1023.9.1 STAIRWAY IDENTIFICATION SIGN <\/td>\n<\/tr>\n
936<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
937<\/td>\nCOMMENTARY FIGURE 1023.11.2(1) TYPICAL SMOKEPROOF ENCLOSURE ENTRY
COMMENTARY FIGURE 1023.11.2(2) TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
938<\/td>\nCOMMENTARY FIGURE 1024.1 ARRANGEMENT FOR LOBBY AND PASSAGEWAY <\/td>\n<\/tr>\n
940<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
941<\/td>\nCOMMENTARY FIGURE 1025.2.1 LEADING EDGE OF STEP AND LANDING <\/td>\n<\/tr>\n
942<\/td>\nCOMMENTARY FIGURE 1025.2.3 HANDRAIL MARKINGS <\/td>\n<\/tr>\n
943<\/td>\nCOMMENTARY FIGURE 1025.2.4.1 PERIMETER DEMARCATION LINES\u2014FLOOR-MOUNTED OPTION
COMMENTARY FIGURE 1025.2.4.2 PERIMETER DEMARCATION LINES\u2014WALL-MOUNTED OPTION
COMMENTARY FIGURE 1025.2.4.3 PERIMETER DEMARCATION LINES\u2014OPTIONS AT DOORS INTO EXIT ENCLOSURES <\/td>\n<\/tr>\n
944<\/td>\nCOMMENTARY FIGURE 1025.2.5 OBSTACLE MARKINGS <\/td>\n<\/tr>\n
945<\/td>\nCOMMENTARY FIGURE 1025.2.6 EXIT DOOR TO EXTERIOR EXAMPLES
COMMENTARY FIGURE 1025.2.6.1 EMERGENCY EXIT SYMBOL <\/td>\n<\/tr>\n
946<\/td>\nSECTION 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
947<\/td>\nCOMMENTARY FIGURE 1026.1 TYPICAL HORIZONTAL EXITS <\/td>\n<\/tr>\n
949<\/td>\nCOMMENTARY FIGURE 1026.4.2 REFUGE AREA EXCEPTION
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
951<\/td>\nCOMMENTARY FIGURE 1027.3 EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
952<\/td>\nCOMMENTARY FIGURE 1027.5 EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE <\/td>\n<\/tr>\n
953<\/td>\nCOMMENTARY FIGURE 1027.6(1) PROTECTION OF EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
954<\/td>\nCOMMENTARY FIGURE 1027.6(2) EXTERIOR BALCONY WITH REMOTE STAIRWAYS
SECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
955<\/td>\nCOMMENTARY FIGURE 1027.6(3) EXAMPLE OF EXCEPTION 3 <\/td>\n<\/tr>\n
957<\/td>\nCOMMENTARY FIGURE 1028.1(1) PROTECTION OF LOBBY WITH AN EXIT DISCHARGE <\/td>\n<\/tr>\n
958<\/td>\nCOMMENTARY FIGURE 1028.1(2) VESTIBULE WITH EXIT DISCHARGE
COMMENTARY FIGURE 1028.1(3) SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE <\/td>\n<\/tr>\n
959<\/td>\nSECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n
961<\/td>\nCOMMENTARY FIGURE 1029.1.1 EXAMPLE OF BLEACHERS <\/td>\n<\/tr>\n
963<\/td>\nCOMMENTARY FIGURE 1029.2 GROUP A-1 WITH WAITING SPACE <\/td>\n<\/tr>\n
964<\/td>\nCOMMENTARY FIGURE 1029.6.1(1) COMPUTATION OF WIDTH FOR STEPPED AISLES
COMMENTARY FIGURE 1029.6.1(2) COMPUTATION OF WIDTH FOR LEVEL, SLOPED OR RAMPED AISLES <\/td>\n<\/tr>\n
965<\/td>\nTABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
966<\/td>\nCOMMENTARY FIGURE 1029.6.2.2(1) ROOF HEIGHT (CONVEX DOME ROOF) <\/td>\n<\/tr>\n
967<\/td>\nCOMMENTARY FIGURE 1029.6.2.2(2) ROOF HEIGHT (CONCAVE SUSPENDED ROOF)
COMMENTARY FIGURE 1029.6.2.3(1) INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF) <\/td>\n<\/tr>\n
968<\/td>\nCOMMENTARY FIGURE 1029.6.2.3(2) INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
970<\/td>\nCOMMENTARY FIGURE 1029.8.1 PATH THROUGH ADJACENT ROWS <\/td>\n<\/tr>\n
972<\/td>\nCOMMENTARY FIGURE 1029.9.2 TYPICAL AISLE CATCHMENTS <\/td>\n<\/tr>\n
973<\/td>\nCOMMENTARY FIGURE 1029.9.3 COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES <\/td>\n<\/tr>\n
974<\/td>\nCOMMENTARY FIGURE 1029.9.4 AISLE WITH OPPOSITE EXITS
COMMENTARY FIGURE 1029.9.5 TYPICAL BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
975<\/td>\nCOMMENTARY FIGURE 1029.9.7(1) EXAMPLE OF A CONTINUATION OF A STEPPED AISLE UP TO A CROSS AISLE
COMMENTARY FIGURE 1029.9.7(2) EXAMPLE OF A CONTINUATION OF A STEPPED AISLE DOWN TO A FLOOR <\/td>\n<\/tr>\n
976<\/td>\nCOMMENTARY FIGURE 1029.10.2.1(1) TRANSITION BETWEEN STAIRWAY AND STEPPED AISLE AT THE HIGHER END OF THE FLIGHT
COMMENTARY FIGURE 1029.10.2.1(2) TRANSITION BETWEEN STEPPED AISLE AND STAIRWAY AT THE LOWER END OF THE FLIGHT <\/td>\n<\/tr>\n
977<\/td>\nCOMMENTARY FIGURE 1029.10.2.2 EXAMPLE OF A STEPPED AISLE TURNING TO A STAIRWAY
COMMENTARY FIGURE 1029.11 EXAMPLE OF TURNS IN A STEPPED AISLE AT A VOMITORY <\/td>\n<\/tr>\n
978<\/td>\nCOMMENTARY FIGURE 1029.13.1 AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLES <\/td>\n<\/tr>\n
979<\/td>\nCOMMENTARY FIGURE 1029.13.1.1 ACCESS FOR TABLES AND SEATING <\/td>\n<\/tr>\n
980<\/td>\nCOMMENTARY FIGURE 1029.13.2(1) MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS
COMMENTARY FIGURE 1029.13.2(2) EXAMPLE OF FOLDING TABLET ARMS <\/td>\n<\/tr>\n
981<\/td>\nCOMMENTARY FIGURE 1029.13.2.1 TYPICAL DUAL-ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n
982<\/td>\nTABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
COMMENTARY FIGURE 1029.13.2.2 TYPICAL SINGLE-ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH FOR SEATS WITH BACK <\/td>\n<\/tr>\n
984<\/td>\nCOMMENTARY FIGURE 1029.14.2.1 TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES <\/td>\n<\/tr>\n
985<\/td>\nCOMMENTARY FIGURE 1029.14.2.2 TYPICAL RISER CONSTRUCTION IN STEPPED AISLES <\/td>\n<\/tr>\n
986<\/td>\nCOMMENTARY FIGURE 1029.16 TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE <\/td>\n<\/tr>\n
987<\/td>\nCOMMENTARY FIGURE 1029.16.1 DISCONTINUOUS AISLE HANDRAILS <\/td>\n<\/tr>\n
989<\/td>\nCOMMENTARY FIGURE 1029.17.3 TYPICAL BALCONY GUARDS AT FASCIA
SECTION 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
991<\/td>\nCOMMENTARY FIGURE 1030.2 EMERGENCY ESCAPE WINDOW <\/td>\n<\/tr>\n
992<\/td>\nCOMMENTARY FIGURE 1030.4 WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS <\/td>\n<\/tr>\n
993<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
994<\/td>\nCHAPTER 11: ACCESSIBILITY
GENERAL COMMENTS <\/td>\n<\/tr>\n
997<\/td>\nPHILOSOPHY
PURPOSE <\/td>\n<\/tr>\n
998<\/td>\nSECTION 1101 GENERAL
SECTION 1102 COMPLIANCE
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
1000<\/td>\nCOMMENTARY FIGURE 1103.2.6 EXAMPLE OF THE EXCEPTION FOR RAISED AREA
COMMENTARY FIGURE 1103.2.8 EXAMPLE OF A RAISED AREA IN A PLACE OF RELIGIOUS WORSHIP <\/td>\n<\/tr>\n
1001<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
1003<\/td>\nCOMMENTARY FIGURE 1104.3.2 EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING <\/td>\n<\/tr>\n
1005<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
1006<\/td>\nCOMMENTARY FIGURE 1105.1.2 EXAMPLE OF ELEVATED WALKWAY ENTRANCE <\/td>\n<\/tr>\n
1007<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
1008<\/td>\nTABLE 1106.1 ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
1010<\/td>\nCOMMENTARY FIGURE 1106.6 EXAMPLE OF ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
1011<\/td>\nSECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
1020<\/td>\nCOMMENTARY FIGURE 1107.6.1.1 DETERMINING THE NUMBER OF ACCESSIBLE UNITS IN GROUP R-1 <\/td>\n<\/tr>\n
1021<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
1023<\/td>\nCOMMENTARY FIGURE 1107.6.2.2.2(1) BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
1024<\/td>\nCOMMENTARY FIGURE 1107.6.2.2.2(2) TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCT <\/td>\n<\/tr>\n
1025<\/td>\nCOMMENTARY FIGURE 1107.6.2.3 EXAMPLE OF SLEEPING UNIT WITH MULTIPLE BEDROOMS <\/td>\n<\/tr>\n
1027<\/td>\nCOMMENTARY FIGURE 1107.7.1.1 DWELLING UNITS ON ONE STORY <\/td>\n<\/tr>\n
1028<\/td>\nCOMMENTARY FIGURE 1107.7.1.2(1) BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
1029<\/td>\nCOMMENTARY FIGURE 1107.7.1.2(2) SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES\u2014LOWER GROUND FLOOR UNITS MAY BE COVERED <\/td>\n<\/tr>\n
1030<\/td>\nCOMMENTARY FIGURE 1107.7.1.2(3) EXAMPLE FOR GRADE CALCULATIONS
COMMENTARY FIGURE 1107.7.2(1) BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS ANDTHE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS <\/td>\n<\/tr>\n
1031<\/td>\nCOMMENTARY FIGURE 1107.7.2(2) GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS
COMMENTARY FIGURE 1107.7.3(1) DWELLING UNITS OVER SHOPS AND GARAGES <\/td>\n<\/tr>\n
1032<\/td>\nCOMMENTARY FIGURE 1107.7.3(2) ELEVATOR TO FIRST FLOOR OF DWELLING UNITS ABOVE GRADE OR ENTRANCE LEVEL DOES NOT MAKE AN ELEVATOR BUILDING <\/td>\n<\/tr>\n
1033<\/td>\nCOMMENTARY FIGURE 1107.7.4 SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS <\/td>\n<\/tr>\n
1034<\/td>\nCOMMENTARY FIGURE 1107.7.5(1) BUILDING MEETS BOTH ACCESSIBILITY CRITERIA FOR EXEMPTION
COMMENTARY FIGURE 1107.7.5(2) BUILDING MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
1035<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
1036<\/td>\nCOMMENTARY FIGURE 1108.2.2.3(1) EXAMPLE OF BOX SEATING IN A SPORTS VENUE
COMMENTARY FIGURE 1108.2.2.3(2) EXAMPLE OF BOX SEATING IN A THEATER <\/td>\n<\/tr>\n
1038<\/td>\nCOMMENTARY FIGURE 1108.2.6 EXAMPLE OF VENUE WITH LAWN SEATING AND FIXED SEATING
TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
1040<\/td>\nCOMMENTARY FIGURE 1108.2.9.1 EXAMPLE OF DINING SURFACES <\/td>\n<\/tr>\n
1041<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
1042<\/td>\nCOMMENTARY FIGURE 1108.4.1.2 GALLERY SEATING
COMMENTARY FIGURE 1108.4.1.5 COURTROOM WELL WORK STATIONS <\/td>\n<\/tr>\n
1043<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
1044<\/td>\nCOMMENTARY FIGURE 1109.2(1) SIDE APPROACH WHEELCHAIR TRANSFER <\/td>\n<\/tr>\n
1045<\/td>\nCOMMENTARY FIGURE 1109.2(2) EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP <\/td>\n<\/tr>\n
1048<\/td>\nCOMMENTARY FIGURE 1109.2.2(1) AMBULATORY-ACCESSIBLE COMPARTMENT
COMMENTARY FIGURE 1109.2.2(2) WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR <\/td>\n<\/tr>\n
1049<\/td>\nCOMMENTARY FIGURE 1109.2.2(3) WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR <\/td>\n<\/tr>\n
1050<\/td>\nCOMMENTARY FIGURE 1109.4 EXAMPLE OF KITCHENETTE <\/td>\n<\/tr>\n
1051<\/td>\nCOMMENTARY FIGURE 1109.5.1 EXAMPLE OF DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIRS (LOW) AND STANDING PERSONS (HIGH) <\/td>\n<\/tr>\n
1054<\/td>\nCOMMENTARY FIGURE 1109.8(1) PLATFORM (WHEELCHAIR) LIFT
COMMENTARY FIGURE 1109.8(2) STAIRWAY CHAIRLIFT
COMMENTARY FIGURE 1109.9 EXAMPLE OF LOCKER AREA <\/td>\n<\/tr>\n
1055<\/td>\nCOMMENTARY FIGURE 1109.10 DETECTABLE WARNINGS AT TRANSIT PLATFORM EDGE <\/td>\n<\/tr>\n
1056<\/td>\nCOMMENTARY FIGURE 1109.11 EXAMPLE OF ACCESSIBLE WORK STATION <\/td>\n<\/tr>\n
1057<\/td>\nCOMMENTARY FIGURE 1109.11.2.1 EXAMPLE OF ACCESSIBLE VISITOR\u2019S CUBICLE <\/td>\n<\/tr>\n
1058<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
COMMENTARY FIGURE 1109.12.1 EXAMPLE OF ACCESSIBLE DRESSING ROOM <\/td>\n<\/tr>\n
1059<\/td>\nCOMMENTARY FIGURE 1109.12.2 EXAMPLE OF ACCESSIBLE CHECK-OUT COUNTER
COMMENTARY FIGURE 1109.12.3 EXAMPLE OF SERVICE COUNTERS <\/td>\n<\/tr>\n
1060<\/td>\nCOMMENTARY FIGURE 1109.12.4 EXAMPLE OF SELF-SERVICE SHELVING <\/td>\n<\/tr>\n
1061<\/td>\nSECTION 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
1063<\/td>\nCOMMENTARY FIGURE 1110.4.2 EXAMPLE OF TEAM SEATING IN A BASEBALL DUGOUT
COMMENTARY FIGURE 1110.4.4 EXAMPLE OF COURT SPORTS
COMMENTARY FIGURE 1110.4.6 EXAMPLE OF RAISED REFEREE STAND <\/td>\n<\/tr>\n
1064<\/td>\nCOMMENTARY FIGURE 1110.4.8(1) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE
COMMENTARY FIGURE 1110.4.8(2) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE <\/td>\n<\/tr>\n
1065<\/td>\nCOMMENTARY FIGURE 1110.4.8.1(1) EXAMPLE OF A PERSON IN A WHEELCHAIR MOVING ONTO A RIDE
COMMENTARY FIGURE 1110.4.8.1(2) EXAMPLE OF A PERSON IN A WHEELCHAIR TRANSFERRING ONTO A RIDE SEAT <\/td>\n<\/tr>\n
1066<\/td>\nCOMMENTARY FIGURE 1110.4.8.3(1) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 1
COMMENTARY FIGURE 1110.4.8.3(2) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 2
COMMENTARY FIGURE 1110.4.9.1 EXAMPLE OF BOAT SLIPS <\/td>\n<\/tr>\n
1067<\/td>\nCOMMENTARY FIGURE 1110.4.9.3 EXAMPLE OF BOAT LAUNCH RAMP WITH BOARDING PIER
COMMENTARY FIGURE 1110.4.11 EXAMPLE OF AN ACCESSIBLE FISHING PLATFORM
TABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n
1069<\/td>\nCOMMENTARY FIGURE 1110.4.13 EXAMPLE OF AN ACCESSIBLE ROUTE TO A TRANSFER LOCATION FOR CONNECTED ELEVATED PLAY COMPONENTS
COMMENTARY FIGURE 1110.4.14 PERMITTED MEANS OF POOL ACCESS
SECTION 1111 SIGNAGE <\/td>\n<\/tr>\n
1070<\/td>\nCOMMENTARY FIGURE 1111.1 INTERNATIONAL SYMBOLS OF ACCESSIBILITY
COMMENTARY FIGURE 1110.4.14.2 EXAMPLE OF A CATCH POOL FOR A WATER SLIDE <\/td>\n<\/tr>\n
1072<\/td>\nCOMMENTARY FIGURE 1111.4 VARIABLE MESSAGE SIGNAGE <\/td>\n<\/tr>\n
1073<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1076<\/td>\nCHAPTER 12: INTERIOR ENVIRONMENT
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
1077<\/td>\nSECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
1079<\/td>\nCOMMENTARY FIGURE 1202.2(1) COMBINATION OF SOFFIT AND RIDGE VENTS <\/td>\n<\/tr>\n
1080<\/td>\nCOMMENTARY FIGURE 1202.2(2) VENTILATION OF RAFTER SPACE <\/td>\n<\/tr>\n
1082<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
1084<\/td>\nCOMMENTARY FIGURE 1202.5.1 NATURAL LIGHT AND VENTILATION WINDOWS <\/td>\n<\/tr>\n
1085<\/td>\nCOMMENTARY FIGURE 1202.5.1.1 NATURAL VENTILATION FROM ADJOINING SPACE
COMMENTARY FIGURE 1202.5.1.2 VENTILATION OPENINGS BELOW GRADE <\/td>\n<\/tr>\n
1086<\/td>\nSECTION 1203 TEMPERATURE CONTROL
SECTION 1204 LIGHTING <\/td>\n<\/tr>\n
1088<\/td>\nCOMMENTARY FIGURE 1204.3 ARTIFICIAL LIGHTING IN A ROOM
COMMENTARY FIGURE 1204.2.1 NATURAL LIGHT FROM ADJACENT SPACE
SECTION 1205 YARDS OR COURTS <\/td>\n<\/tr>\n
1089<\/td>\nCOMMENTARY FIGURE 1205.1 YARDS AND COURTS <\/td>\n<\/tr>\n
1090<\/td>\nSECTION 1206 SOUND TRANSMISSION <\/td>\n<\/tr>\n
1091<\/td>\nSECTION 1207 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
1092<\/td>\nCOMMENTARY FIGURE 1207.2(1) MINIMUM CEILING HEIGHT\u2014ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS
COMMENTARY FIGURE 1207.2(2) SLOPED CEILING HEIGHTS
COMMENTARY FIGURE 1207.2.1 FURRED CEILING HEIGHTS <\/td>\n<\/tr>\n
1093<\/td>\nSECTION 1208 ACCESS TO UNOCCUPIED SPACES
SECTION 1209 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
1095<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1096<\/td>\nCHAPTER 13: ENERGY EFFICIENCY
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1098<\/td>\nCHAPTER 14: EXTERIOR WALLS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
1101<\/td>\nSECTION 1403 MATERIALS <\/td>\n<\/tr>\n
1103<\/td>\nSECTION 1404 INSTALLATION OF WALL COVERINGS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
1104<\/td>\nTABLE 1404.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
1105<\/td>\nCOMMENTARY FIGURE 1404.3.1(1) CLIMATE ZONES\u2014FROM FIGURE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1106<\/td>\nCOMMENTARY FIGURE 1404.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1107<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1108<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1109<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1110<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1111<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1112<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1113<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1114<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1115<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1116<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1117<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1118<\/td>\nCOMMENTARY FIGURE 1404.3.1(2)\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1119<\/td>\nCOMMENTARY FIGURE 1404.3.1(3) INTERNATIONAL CLIMATE ZONE DEFINITIONS\u2014FROM TABLE C301.3(1) OF THE IECC
COMMENTARY FIGURE 1404.3.1(4) INTERNATIONAL CLIMATE ZONE DEFINITIONS\u2014FROM TABLE C301.3(2) OF THE IECC <\/td>\n<\/tr>\n
1120<\/td>\nCOMMENTARY FIGURE 1404.4(1) FLASHING SIDING\/ROOF INTERFACE
COMMENTARY FIGURE 1404.4(2) FLASHING AT SIDING\/WINDOW INTERFACE <\/td>\n<\/tr>\n
1121<\/td>\nCOMMENTARY FIGURE 1404.4(3) FLASHING UNDER WINDOW IN EXTERIOR WALL
COMMENTARY FIGURE 1404.4(4) FLASHING AT VARIOUS POINTS
COMMENTARY FIGURE 1404.4(5) FLASHING EXTENSION <\/td>\n<\/tr>\n
1124<\/td>\nCOMMENTARY FIGURE 1404.7 STONE VENEER WITH CONCRETE BACKING <\/td>\n<\/tr>\n
1125<\/td>\nCOMMENTARY FIGURE 1404.9 TERRA COTTA VENEER <\/td>\n<\/tr>\n
1126<\/td>\nCOMMENTARY FIGURE 1404.10(1) MASONRY VENEER ADHERED TO MASONRY BACKING
COMMENTARY FIGURE 1404.10(2) MASONRY VENEER ADHERED TO STEEL-FRAME BACKING <\/td>\n<\/tr>\n
1131<\/td>\nCOMMENTARY FIGURE 1404.17 WOOD WEATHERBOARD ATTACHMENT <\/td>\n<\/tr>\n
1132<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
1134<\/td>\nTABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
1135<\/td>\nSECTION 1406 METAL COMPOSITE MATERIALS (MCM)
COMMENTARY FIGURE 1406.1(1) CONTINUOUS EDGE GRIP SYSTEM <\/td>\n<\/tr>\n
1136<\/td>\nCOMMENTARY FIGURE 1406.1(2) SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR)
COMMENTARY FIGURE 1406.1(3) TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) <\/td>\n<\/tr>\n
1138<\/td>\nCOMMENTARY FIGURE 1406.10(1) SNAPSHOT OF MCM REQUIREMENTS FOR TYPES I, II, III AND IV CONSTRUCTION <\/td>\n<\/tr>\n
1139<\/td>\nCOMMENTARY FIGURE 1406.10(2) APPLICABLE STANDARDS MCMS <\/td>\n<\/tr>\n
1141<\/td>\nCOMMENTARY FIGURE 1406.11.3.4 FLAME BARRIER <\/td>\n<\/tr>\n
1142<\/td>\nTABLE 1406.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
1143<\/td>\nSECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
1144<\/td>\nSECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
1147<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1148<\/td>\nCHAPTER 15: ROOF ASSEMBLIE AND ROOFTOP STRUCTURES
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE <\/td>\n<\/tr>\n
1149<\/td>\nSECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
1150<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D316 OR D71581 <\/td>\n<\/tr>\n
1153<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
1155<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
1156<\/td>\nTABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
1158<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
1159<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
1160<\/td>\nCOMMENTARY FIGURE 1507.1.2(1) POSSIBLE WATER DAMAGE AT ICE DAMS
COMMENTARY FIGURE 1507.1.2(2) PROTECTIVE ICE SHIELD <\/td>\n<\/tr>\n
1162<\/td>\nTABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
1164<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
1166<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
1168<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
1169<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1170<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1171<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1172<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1175<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1177<\/td>\nSECTION 1508 ROOF INSULATION
[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK <\/td>\n<\/tr>\n
1178<\/td>\nSECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
1183<\/td>\nSECTION 1511 REROOFING <\/td>\n<\/tr>\n
1184<\/td>\nSECTION 1512 PHOTOVOLTAIC PANELS AND MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1186<\/td>\nINDEX <\/td>\n<\/tr>\n
1226<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
1227<\/td>\nICC DIGITAL LIBRARY <\/td>\n<\/tr>\n
1229<\/td>\nGET IMMEDIATE DOWNLOADS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code and Commentary, Volume 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2018<\/td>\n1229<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":186293,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-186289","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/186289","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/186293"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=186289"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=186289"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=186289"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}